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BR190571 - Civil Set

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                                                                                                                                                                                            GTP3783                                                                                                                                                                                                                                                                                                                                                     LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED CARPARK PAVEMENT - REFER PAVEMENT PLAN C5.01 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PAVEMENT TYPE /EXTENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                     1.15m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED TANKS - REFER NOTES BELOW
                                                                                                                                                                                                                                                                                                                                                                                               1.46m
                                                                                                                                                                                                                                                                                                                                                                                                                                     N6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DRAWINGS FOR SURFACE TREATMENT
                                                                                                                                                                                                                                                                                                                                                                            N13                                                  2
                                                                                                                                                                                                                                                                                                                                                                                                      6                      4
                                                                                                                                                                                                                                                                                                                                                                                                  .                       .3                                                                                                                                               PROPOSED BIORETENTION AREA - REFER DETAIL SHEET C4.02 AND TO
              26                                                                                                                                                                                                                                                                                                                                                                              EX1                  E  X 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
            RP72829




                                                                                                                                                                                                                                                                                                                                                                           EX
                                                                                                                                                                                                                                                                                                                                                                                1.
                                                                                                                                                                                                                                                                                                                                                                                                                                     N12                                                                                                                                   CONCRETE SCOUR PROTECTION TO BIO RETENTION BASIN




                                                                                                                                                                                                                                                                                                                                                                                   61




                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                         2.00m




                                                                                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                                                    .3
                                                                                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED CROSSOVER - REFER EXTERNAL WORKS SHEET C3.02 FOR




                                                                                                                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                                                                                                                                                           .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                   EX
                                                                                                                                                                                                                                                                                                                                                                                              4   1




                                                                                                                                                                                                                                                                                                                                                                                                                       1.
                                                                                                                                                                                                                                                                                                                                                                                                                          35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED SAW CUT
                                                                                                                                                                                                                                                                                                                                                                                  13




                                                                                                                                                                                                                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                                                                                                                              1 .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                P12.50     PROPOSED PAVEMENT LEVEL
                                                                                                                                                                                           PROPOSED                                                                                                                                                                         EX




                                                                                                                                                                                                                                                                                                                                                                                         7.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                     N7




                                                                                                                                                                                                                                                                                                                                                                                                          1.40
                                                                                                                                                                                                                                                                                                                                                                                                          1.50
                                                                                                                                                                                                                                                                                                                                                                                         1.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S12.50     PROPOSED SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                        1.70
                                                                                                                                                                                            BUILDING                                                                                                                                                           80                                            5                                                                                                                                                  WS         PROPOSED WHEELSTOP - REFER DETAIL SHEET C6.01
                                                                                                                                                                                                                                                                                                                                                                                                          85
                                                                                                                                                                                                                                                                                                                                                                    1.
                                                                                                                                                                                           FFL RL1.90m                                                                                                                                                                                                1.




                                                                                                                                                                                                                                                                                                                                 1.9
                                                                                                                                                                                                                                                                                                                                 1.90                                                P#
                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                   E                                                                                                                                                           EX12.50     EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                      44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C         PROPOSED LANDSCAPE CONDUIT




                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                                                                                                                                                                                                                                                                                                              25
                                                                                                                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                                                                                                                6

                                                                                                                                                                                                                                                                                                                                                                                       .6
                                                                                                                                                                                                                                                                                                                                                                             .6
                                                                                                                                                                                                                                                                                                                                                           .8




                                                                                                                                                                                                                                                                                                                                                                                     P1
                                                                                                                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                                                                                                                              34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                   EX
                                                                                                                                                                                                                                                                                                                                                                                                          2                                          6
                                                                                                                                                                                                                                                                                                                                                                                                     77                                           59
                                                                                                                                                                                                                                                                                                                                                                                                   1.




                                                                                                                                                                                                                                                                                                                                                                                                                     1.
                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                                                                                                                1.                                                                                                                         PROPOSED UNDER CANOPY DRAINAGE (HDPE DN160 AT 1.0% GRADE U.N.O)




                                                                                                                                                                                                                                                                                                                                                                                73




                                                                                                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                              EX




                                                                                                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                                                                                                                            78
                                                                                                                                                                                                                                                                                                                                                                                                                                           EX




                                                                                                                                                                                                                                                                                                                                                                              .




                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                                                                                                                                                  .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                      N8                                                                                                                   PROPOSED BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR




                                                                                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                    1.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  B




                                                                                                                                                                                                                                                                                                                                                                                           1.90
                                                                                                                                                                                                                                                                                                        2




                                                                                                                                                                                                                                                                                                                                                               1.90
                                                                                                     1.8




                                                                                                                                                                                                                                                                            1.80
                                                                                                                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                              1.9
                                                                                                                                                                                                                                                                                                                 1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DETAILS




                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                                           90




                                                                                                                                                                                                                                                                                                                   80




                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                       .




                                                                                                                                                                                                                                                                                                                                                             .8
                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                                                                    P1




                                                                                                                                                                                                                                                                                                                                                        P1




                                                                                                                                                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                61.00      PROPOSED SURFACE CONTOUR (0.10m INTERVAL)




                                                                                                                                                                                                                                                                                                                          1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      6




                                                                                                                                                                                                                                                                                                                                                                                                                     .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                  7




                                                                                                                                                                                                                                                                                                                            80
                                                                                                                                                                                                                                                                                                                                                                                                                                               .6




                                                                                                                                                                                                                                                                                                                                                                                                                       41
                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                       20                                                                                                                                                                                                                                                                                                                                                                                                                  EX                                                                                                                    N1        REFER NOTE 1 FOR DETAILS
                                                                                                                                                                                                                             RP131598




                                                                                                                                                                                                                                                                                                                                                                                            9


                                                                                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                                                                                                                                                                                                                                          91
                                                                                                                                                                                                                                                                                                                                                                                                   2.00m
                     RP72829




                                                                                                                                                                                                                                                                                                                                                                                                                    .8
                                                                                                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                                                                                                                                                   P1
                                                                                                         RP72829




                                                                                                                                                                                                                                                                                                                                                                                                                       84
                                                                                                                                                                                                                                                                                                                                  P#
                                                                                                                                                                                  P#                                    P#                                         P#                         P#

                                                                                                                                                                                                                                                                                                                                                                                        1.50m
                                                                                                                                                                                                                                                                                                                                                                                                                                                    N20
                                                                                                                                                                                                                                                                                                                                                                                                                                                    N9                                                                                                   EXISTING SERVICES LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                      N19
                                                                                                                                                                                                                                                                                                                                                                                                                                                      N6                                                                                                                   DEVELOPMENT BOUNDARY
                                                                                                                                                                                                                                                                                                                  1.8
                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                61.00      EXISTING CONTOUR (0.25m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                             EX
                                                                                                                                                                                                                                                                                                                                                                                  1.
                                                                                                                                                                                                                                                                                                                                                                                   85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING SEWER




                                                                                                                                                                                                                                                                                                                                                                                            3


                                                                                                                                                                                                                                                                                                                                                                                                              P1
                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                                                          .9




                                                                                                                                                                                                                                                                                                                                                                                                                 . 85
                                                                                                                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING WATER




                                                                                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                                                                                                 1.            1.




                                                                                                                                                                                                                                                                                                                                                                    1.90
                                                                                                                                                                                                                                                                                                                                   80       90
                                                                                                                                                                                                                                                               0                                                                                                                                                                                                                                                                                                           EXISTING ELECTRICAL - OVERHEAD
                                                                                    1.80




                                                                                                                         1.80                                                                                                                            1.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING TELECOMMUNICATIONS




                                                                                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                                                                      .8
                                                                                                                                                                                                                                                                                                                                                                           06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING FENCE
                                                                                                                                                                       N13                                                                                                                         N19
                                                                                                                                                                                                                                                                                                   N6 N13
                                                                                                                                                                                                                                                                                                                                                       N12                                                                                                                                                                                                       X         EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
                                                                                                                                                                                                                                                                                                                                                                   57




                                                                                                                                                                                                                                                                                                                                                                                              P1
                                                                                                                                                                                                                                                                                                                                                                 .8




                                                                                                                                                                                                                                                                                                                                               P1
                                                                                                                                                                                                                                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                                 .7
                                                                                                                                                                                                                                                                                                                                                              EX




                                                                                                                                                                                                                                                                                                                                                 .7
                                                                                                                                                                                       2




                                                                                                                                                                                                                                                                                                                                                                                                    6
                                                                                                     4                                                                                                                         6                                                               1
                                                                                                                                                                                                                                   EX


                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                      37
                                                                                                   68                                                                                                                        69                                                              72




                                                                                                                                                                                                                                                                                                                  EX
                                                                                                                1.70                                                           .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOTES




                                                                                                                                                                                                                                                                                                                                       67
                                                                             P1




                                                                                                                             P1




                                                                                                                                                                                                                                                                         P1
                                                                                                                                                                                                                                                         82
                                                                                                 .                                                                                                                         .                                                               1.
                                                                                                                                                                                                                                    1.



                                                                                               X1                                                                           X1                                            1




                                                                                                                                                                                                                                                                                                                    1.



                                                                                                                                                                                                                                                                                                                                  .6
                                                                               .5




                                                                                                                               .6




                                                                                                                                                                                                                                        85




                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                    .6
                                                                                                                                                                                                                        EX                                                            EX
                                                   EX




                                                                                                                                                                                                                                                                                                                      61


                                                                                                                                                                                                                                                                                                                              P1
                                                                                                                                                                        E
                                                                               18




                                                                                                                                    42




                                                                                                                                                                                                                                                                            60
                                                                                           E                                                                                                                                                      P1
                                                                                                                                                                                                                                         5


                                                                                                               1.60




                                                                                                                                                                                                                                                                                                                          8
                                                     -0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.    TRAFFIC MANAGEMENT PLAN TO BE SUBMITTED AND APPROVED BY THE
                                                                                                                                                                                                          2.00m
                                                         .3




                                                                                                                                                                                                                                                                                            0
                                                                                                                        P1




                                                                                                                                                                                                                                                                   6




                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                           63
                                                           02




                                                                                                                                                              22




                                                                                                                                                                                                                                                                                       .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SUPERINTENDENT, ACOR AND NOOSA CITY COUNCIL PRIOR TO COMMENCING WORK.
                                                                                                                          .5



                                                                                                                                          EX
                                                                                           31




                                                                                                                                                                                                                                                            .
                                                                                                                                                             .7




                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                         P1




                                                                                                                                                                                                                                                                                                                                                         4
                                                                                                                             8
                                                                                         17




                                                                                                                                                                                                                                                                                                                                                      68
                                                                                                                              6




                                                                                                                                                           P1




                                             N6
                                                                                        .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.   NOOSA CITY COUNCIL STD/MODIFIED CROSSOVER. REFER (COUNCIL) STD DWG RS-051
                                                                                                                                           1.




                                                                                                                                                                                                                                                                        5.71m
                                                                                      .5




                                                                                                                                                                                                     1.64m




                                                                                                          9.30m
                                                                                     P1




                                                                                                                                                                                                                                   1.00m




                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                                                             75




                                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                            1.50
                                                                                P1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FOR DETAILS AND THICKNESS (UNO).




                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                                                                                  3




                                                               8 1.00m                                                          3
                                                                                                                                                                 7




                                                                                                           1.40

                                                                                                                                                                                                                                                                                 85
                                                                                                                             55




                                                                                                                                                                                                                                                                                                                                       .6
                                                            49
                                                                                                                                                              .6




                                                                                                                           .                                                                                                                                                                                                                                                                                                                                                                                                                             3.   PROPOSED WORKS TO MATCH NEATLY TO EXISTING.




                                                                                                                                                                                                                                                                                                                                          2
                                                          .
                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                .5
                                             N11                                                                         P1




                                                                                                                                                                                                                                                                                                                                         6
                                                        X1                                                                                                                                                                                                                 P1                                                                                                                                                                                                                                                                            4.   LOCATION, SIZE AND DEPTH OF EXISTING SERVICE TO BE CONFIRMED PRIOR TO
                                                                                                                             0




                                                    E                                                                                                                                               24.68m
                                                                                                                                                                                                                                                    74
                                                                                    82




                                                                                                                             1


                                                                                                                                         EX




                                                                                                                                                                                                                                                                                                   EX
                                                                                3
                                                                                                                          .4




                                                                              30                                                                                                                                                                   4                                                                                                                                                                                                                                                                                                          COMMENCEMENT OF CONSTRUCTION WORKS.
                                                                                 .2




                                                                                                                                                                                                                                                1.                                                                                                                         N8
                                                                                                                       P1




                                                                                                                                           1.




                                                                                                                                                                                                                                                                                                    1.
                                                                            .
                                                                               P1




                                                                          X1
                                                                                                                                           
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